JP2019082203A - Fastener, method for repairing sheet pile and method for repairing structure - Google Patents

Fastener, method for repairing sheet pile and method for repairing structure Download PDF

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JP2019082203A
JP2019082203A JP2017209345A JP2017209345A JP2019082203A JP 2019082203 A JP2019082203 A JP 2019082203A JP 2017209345 A JP2017209345 A JP 2017209345A JP 2017209345 A JP2017209345 A JP 2017209345A JP 2019082203 A JP2019082203 A JP 2019082203A
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bolt
sheet pile
cavity
head
divided bodies
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涛 王
Tao Wang
涛 王
谷口 修
Osamu Taniguchi
修 谷口
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Penta Ocean Construction Co Ltd
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Penta Ocean Construction Co Ltd
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Abstract

To improve workability of an installation work of a repair plate using a bolt and nut, the plate being used for closing an opening of a sheet pile having a cavity on a back surface.SOLUTION: A fastener 9 includes: a plurality of bolt split parts 40 having a form of each of a plurality of members obtained by splitting a bolt 400 along a split face 44 containing a rotational axis such that one of a plurality of head parts 43 is contained, the bolt 400 including a screw part 41 having a thread on a lateral side, a widen part 42 having a non-circular cross-section which is provided on one end of the screw part 41 and widened from an outer diameter of the screw part 41, and a plurality pf head part 43 extending in a direction perpendicular to a rotational axis of the screw part 41 from an end to which the widen part 42 of the screw part 41 is not in contact; and a spacer 60 having a hole 62 having a non-circular plate-like outer periphery 61 and shaped so as to correspond to a cross-section of the widen part 42.SELECTED DRAWING: Figure 4

Description

本発明は、矢板に生じた開口部により耐力が低下した構造物を修復する技術に関する。   The present invention relates to a technology for repairing a structure whose load resistance is reduced by an opening formed in a sheet pile.

護岸、岸壁等の構造物の壁面を構成する矢板に損傷や劣化等により開口部が生じると、開口部から矢板背面の土砂の流出が起こり、矢板背面に空洞が生じる場合がある。矢板背面の空洞が拡大すると、構造物の耐力が低下する。空洞の拡大、構造物の耐力低下を防止することを目的として、矢板の開口部を補修用板で塞ぐ補修工が実施される。補修用板を矢板に固定する方法の主なものとして、溶接とボルト接合が挙げられる。このうち、溶接は、水中部、干満帯及び飛沫帯周辺における溶接作業は難易度が高く、経験豊富な熟練工を配置する必要がある。一方、ボルト接合の場合、護岸、岸壁等では矢板の背面側からの作業が不可能なため、矢板の正面側からのみの作業により締め付け可能な特殊なボルトが必要となる。   When an opening is generated in the wall of a structure such as a revetment, a quay or the like due to damage or deterioration or the like, sediment may flow out of the opening from the back of the sheet and a cavity may be generated in the back of the sheet. When the cavity on the back of the sheet pile expands, the strength of the structure decreases. In order to prevent the expansion of the cavity and the decrease in the strength of the structure, repair work is performed to close the opening of the sheet pile with a repair plate. The main methods of fixing the repair plate to the sheet include welding and bolting. Among them, the welding operation in the underwater part, the tidal zone and the vicinity of the splash zone is highly difficult, and it is necessary to arrange experienced technicians. On the other hand, in the case of bolt connection, since work from the back side of the sheet pile is impossible in revetment, quay, etc., a special bolt that can be tightened only by the front side of the sheet pile is required.

対象物の片側からのみの作業により対象物を締め付け可能な特殊なボルトを開示する特許文献として、例えば特許文献1乃至3がある。特許文献1には、ボルトの頭部とネジ溝が形成された軸部とが一体に形成されたボルトであって、頭部と軸部とからなるボルト全体がボルトの中心軸を中心としてボルトの軸方向に沿って3以上に分割されていることを特徴とするボルトが記載されている。   Patent documents 1 to 3 are, for example, patent documents 1 to 3 that disclose special bolts that can tighten an object by an operation from only one side of the object. Patent Document 1 discloses a bolt in which a head portion of a bolt and a shaft portion in which a screw groove is formed are integrally formed, and the entire bolt including the head portion and the shaft portion is a bolt centering on a central axis of the bolt. A bolt is described which is characterized in that it is divided into three or more along the axial direction of.

特許文献2には、ボルトの軸部を、軸部の長さ方向に縦断する面によって少なくとも2個に分割し、それぞれを組み合わせた状態でナットを螺合できるように、軸部の外周面に雄ネジを設け、分割された軸部のそれぞれの一端に、軸部の直径よりも頭部の幅方向の寸法を小さく設定し、軸部の中心線と直角をなす方向にL字型に曲がった頭部を設け、それぞれの頭部と反対側の軸部の末端に、分割された軸部を組み合わせた状態ではさみつけることができるように、平坦な形状に突き出た端部突起を設けたことを特徴とする分割はめ合わせ式の頭部插通しボルトが記載されている。   In Patent Document 2, the shaft portion of the bolt is divided into at least two by a surface longitudinally cut in the length direction of the shaft portion, and the outer periphery of the shaft portion can be screwed with a nut in a combined state. A male screw is provided, and the dimension in the width direction of the head is set smaller than the diameter of the shaft at one end of each of the divided shafts, and bent in an L shape in a direction perpendicular to the center line of the shaft. Provided with a flat head, and provided with an end projection projecting in a flat shape so that the split shank can be pinched at the end of the shaft opposite to each head A split-type head stud bolt is described which is characterized in that.

特許文献3には、二本の断面半円形金属棒の平面部を密着し、前方外周部にネジ部を螺設し、後方を上下互に反対方向に曲折して垂直部を設けた取付金具と、又別体で合板の取付孔に外面が嵌合する円筒軸の差込部の前端に円板状の座面部を一体的に設け、更にその軸心にネジ部に差込む差込孔を穿設したブッシュと、又ネジ部前端側に螺着するナットとを配した化粧合板用取付金具が記載されている。   In Patent Document 3, a mounting metal fitting in which flat portions of two semicircular metal rods in cross section are closely attached, a screw portion is screwed on the front outer peripheral portion, and a vertical portion is provided by bending the back in opposite directions Also, a disc-shaped seating surface is integrally provided at the front end of the insertion portion of the cylindrical shaft, the outer surface of which is fitted separately into the mounting hole of plywood separately, and the insertion hole is further inserted into the screw at its axial center A mounting bracket for decorative plywood is described, in which a bush having a hole formed thereon and a nut screwed on the front end side of a screw portion are disposed.

特開2017−26087号公報JP, 2017-26087, A 特公平6−13884号公報Japanese Examined Patent Publication 6-13884 実公昭51−22497号公報Japanese Utility Model Publication No. 51-22497

特許文献1乃至3に記載された発明では、ボルト孔に挿入したボルトを位置決めする作業が必要となる。また、ボルトを形成する複数のボルト分割体相互のずれや分離が生じないように複数のボルト分割体を拘束する作業が必要となる。また、ナットに付加したトルクによるボルトの空転に抵抗する力をボルトに付加する作業が必要となる。従って、特許文献1乃至3に記載された発明では、補修の作業性が低下するという課題がある。   The inventions described in Patent Documents 1 to 3 require an operation of positioning a bolt inserted into a bolt hole. In addition, it is necessary to restrain the plurality of bolt divided bodies so as not to cause displacement or separation between the plurality of bolt divided bodies forming the bolt. In addition, it is necessary to apply a force to the bolt to resist the slippage of the bolt due to the torque applied to the nut. Therefore, in the invention described in patent documents 1 thru / or 3, there is a subject that workability of repair falls.

上記の事情に鑑み、本発明は、背面に空洞を有する矢板の開口部を塞ぐ補修用板を、ボルトとナットを用いて取り付ける作業の作業性を向上させることを可能とする技術を提供する。
また、本発明は、ボルト孔に挿入したボルトを位置決めする作業、ボルトを形成する複数のボルト分割体相互のずれや分離が生じないように複数のボルト分割体を拘束する作業、及び、ナットに付加したトルクによるボルトの空転に抵抗する力をボルトに付加する作業を不要にする技術を提供する。
In view of the above-mentioned circumstances, the present invention provides a technique which makes it possible to improve the workability of mounting work using a bolt and a nut for a repair plate which closes an opening of a sheet pile having a cavity on the rear surface.
The present invention also relates to an operation of positioning a bolt inserted in a bolt hole, an operation of restraining a plurality of bolt divided bodies so as not to cause displacement or separation between a plurality of bolt divided bodies forming the bolt, and a nut. A technology is provided that eliminates the need to apply a force to the bolt to resist the slippage of the bolt due to the applied torque.

上記の目的を達成するため、本発明は、側面にネジ山を有するネジ部と、前記ネジ部の一端に設けられ前記ネジ部の外径よりも拡幅された非円形断面の拡幅部と、前記拡幅部の前記ネジ部と接しない側の端部から前記ネジ部の回転軸に垂直な方向に延伸する複数の頭部とを有するボルトを、各々が前記複数の頭部のうちの1つを含むように前記回転軸を含む分割面で分割した場合に得られる複数の部材の各々の形状を備える複数のボルト分割体と、外縁が非円形の板状部材であって前記拡幅部の断面形状に対応する形状の孔を有するスペーサとを備える締結具を第1の態様として提案する。   In order to achieve the above object, the present invention provides a screw portion having a screw thread on a side surface, a widening portion having a non-circular cross section provided at one end of the screw portion and wider than the outer diameter of the screw portion A bolt having a plurality of head portions extending in a direction perpendicular to the rotation axis of the screw portion from an end of the widening portion not in contact with the screw portion, each having one of the plurality of head portions And a plurality of bolt divided bodies each having a shape of each of a plurality of members obtained when divided by a divided plane including the rotation axis, and a plate-like member having a non-circular outer edge, the cross-sectional shape of the widening portion A fastener comprising a spacer having a hole of a corresponding shape is proposed as a first aspect.

第1の態様に係る締結具によれば、ボルト孔に挿入したボルトを位置決めする作業、ボルトを形成する複数のボルト分割体相互のずれや分離が生じないように複数のボルト分割体を拘束する作業、及び、ナットに付加したトルクによるボルトの空転に抵抗する力をボルトに付加する作業が不要となる。よって、背面に空洞を有する矢板の開口部を塞ぐ補修用板を、ボルトとナットを用いて取り付ける作業の作業性を向上させることができる。   According to the fastener according to the first aspect, an operation of positioning a bolt inserted into a bolt hole, a plurality of bolt divided bodies forming the bolt are restrained so that displacement or separation of the plurality of bolt divided bodies does not occur. There is no need for work and for applying a force to the bolt to resist the slippage of the bolt due to the torque applied to the nut. Therefore, it is possible to improve the workability of the work of attaching the repair plate for closing the opening of the sheet pile having the cavity on the back surface using a bolt and a nut.

また、本発明は、第1の態様に係る締結具を用いて背面に空洞を有する矢板の開口部を塞ぐ矢板補修方法であって、前記矢板の背面が前記空洞に面する領域内に前記スペーサの外縁に対応する形状のボルト孔を開ける工程と、前記締結具が備える複数のボルト分割体の各々の前記頭部を、前記ボルト孔を通じて前記空洞に挿入する工程と、前記頭部が前記空洞に挿入された状態の前記複数のボルト分割体を前記ボルトの形状となるように合体させ、前記頭部の座面を前記矢板の背面に接触させる工程と、合体された前記複数のボルト分割体の前記拡幅部と前記ボルト孔との間に前記スペーサを嵌め込む工程と、補修用板に開けられたボルト孔に、合体された前記複数のボルト分割体の前記ネジ部が挿入されるように、前記補修用板を配置する工程と、合体された前記複数のボルト分割体の前記ネジ部にナットを締め付けることにより前記補修用板を前記矢板に固定する工程とを備える矢板補修方法を第2の態様として提案する。   The present invention is the sheet pile repair method which closes the opening of the sheet pile which has a cavity in the back using the fastener concerning the 1st mode, and the spacer in the field where the back of the sheet pile faces the cavity Opening a bolt hole having a shape corresponding to the outer edge of the bolt, inserting the head of each of the plurality of bolt divisions provided in the fastener into the cavity through the bolt hole, and the head is the cavity Combining the plurality of bolt divided bodies in a state of being inserted into the shape of the bolt, bringing the seat surface of the head into contact with the back surface of the sheet pile, and the plurality of combined bolt divided bodies Fitting the spacer between the widening portion and the bolt hole, and inserting the screw portion of the combined plurality of bolt divided bodies into the bolt hole opened in the repair plate , Place the repair board And extent, we propose a sheet pile repair method comprising a step of fixing the repair plate to the sheet pile by tightening the nut on the threaded portion of the plurality of bolts split bodies are combined as a second embodiment.

第2の態様に係る矢板補修方法によれば、ボルト孔に挿入したボルトを位置決めする作業、ボルトを形成する複数の分割体相互のずれや分離が生じないようにボルトを拘束する作業、及び、ナットに付加したトルクによるボルトの空転に抵抗する力をボルトに付加する作業が不要となる。よって、背面に空洞を有する矢板の開口部を塞ぐ補修用板を、ボルトとナットを用いて取り付ける作業の作業性を向上させることができる。   According to the sheet pile repairing method of the second aspect, an operation of positioning the bolt inserted into the bolt hole, an operation of restraining the bolt so as not to cause the mutual displacement or separation of the plurality of divided members forming the bolt; There is no need to apply a force to the bolt to resist the slippage of the bolt due to the torque applied to the nut. Therefore, it is possible to improve the workability of the work of attaching the repair plate for closing the opening of the sheet pile having the cavity on the back surface using a bolt and a nut.

また、本発明は、第1の態様に係る締結具を用いて、開口部を有する矢板と前記矢板の背面の空洞とを有する構造物を修復する構造物修復方法であって、前記矢板の背面が前記空洞に面する領域内に前記スペーサの外縁に対応する形状のボルト孔を開ける工程と、前記締結具が備える複数のボルト分割体の各々の前記頭部を、前記ボルト孔を通じて前記空洞に挿入する工程と、前記頭部が前記空洞に挿入された状態の前記複数のボルト分割体を前記ボルトの形状となるように合体させ、前記頭部の座面を前記矢板の背面に接触させる工程と、合体された前記複数のボルト分割体の前記拡幅部と前記ボルト孔との間に前記スペーサを嵌め込む工程と、前記開口部を通じて前記空洞に充填材を注入する工程と、補修用板に開けられたボルト孔に、合体された前記複数のボルト分割体の前記ネジ部が挿入されるように、前記補修用板を配置する工程と、合体された前記複数のボルト分割体の前記ネジ部にナットを締め付けることにより前記補修用板を前記矢板に固定する工程とを備える構造物修復方法を第3の態様として提案する。   Further, the present invention is a structure repairing method for repairing a structure having a sheet pile having an opening and a cavity on the back surface of the sheet pile using the fastener according to the first aspect, which is a back surface of the sheet pile Drilling a bolt hole of a shape corresponding to the outer edge of the spacer in the area facing the cavity, and inserting the head of each of a plurality of bolt divisions of the fastener into the cavity through the bolt hole Inserting and combining the plurality of bolt segments with the head inserted into the cavity so as to form the shape of the bolt and bringing the seat surface of the head into contact with the back of the sheet pile , Fitting the spacer between the widening portion of the plurality of united bolt divided bodies and the bolt hole, injecting filling material into the cavity through the opening, and repairing plate In the opened bolt hole, Arranging the repair plate such that the threaded portion of the assembled plurality of bolt segments is inserted, and tightening the nut on the threaded portion of the plurality of combined bolt segments. Fixing a repair plate to the sheet pile is proposed as a third aspect of the structure repairing method.

第3の態様に係る構造物修復方法によれば、ボルト孔に挿入したボルトを位置決めする作業、ボルトを形成する複数の分割体相互のずれや分離が生じないようにボルトを拘束する作業、及び、ナットに付加したトルクによるボルトの空転に抵抗する力をボルトに付加する作業が不要となる。よって、背面に空洞を有する矢板の開口部を塞ぐ補修用板を、ボルトとナットを用いて取り付ける作業の作業性を向上させることができる。   According to the method of repairing a structure according to the third aspect, an operation of positioning a bolt inserted in a bolt hole, an operation of restraining a bolt so that displacement or separation of a plurality of divided members forming the bolt does not occur, There is no need to apply a force to the bolt to resist the slippage of the bolt due to the torque applied to the nut. Therefore, it is possible to improve the workability of the work of attaching the repair plate for closing the opening of the sheet pile having the cavity on the back surface using a bolt and a nut.

本発明によれば、背面に空洞を有する矢板の開口部を塞ぐ補修用板を、ボルトとナットを用いて取り付ける作業の作業性を向上させることができる。
また、本発明によれば、ボルト孔に挿入したボルトを位置決めする作業、ボルトを形成する複数のボルト分割体相互のずれや分離が生じないように複数のボルト分割体を拘束する作業、及び、ナットに付加したトルクによるボルトの空転に抵抗する力をボルトに付加する作業を不要にすることができる。
According to the present invention, it is possible to improve the workability of the work of attaching a repair plate for closing the opening of the sheet pile having a cavity on the back surface using a bolt and a nut.
Further, according to the present invention, an operation of positioning a bolt inserted into a bolt hole, an operation of restraining a plurality of bolt divided bodies so as not to cause displacement or separation of a plurality of bolt divided bodies forming the bolts; It is possible to eliminate the need to apply a force to the bolt to resist the slippage of the bolt due to the torque applied to the nut.

一実施形態に係る方法により修復が行われる前の構造物の正面図。FIG. 2 is a front view of the structure before repair is performed by the method according to one embodiment. 一実施形態に係る方法により修復が行われる前の構造物の断面図。FIG. 2 is a cross-sectional view of the structure before repair is performed by the method according to one embodiment. 一実施形態に係る方法により修復が行われる前の構造物の断面図。FIG. 2 is a cross-sectional view of the structure before repair is performed by the method according to one embodiment. 一実施形態に係る締結具を示す図。The figure which shows the fastener which concerns on one Embodiment. 一実施形態に係るボルト分割体を示す図。The figure which shows the bolt division body which concerns on one Embodiment. 一実施形態に係るボルトを示す図。The figure which shows the volt | bolt which concerns on one Embodiment. 一実施形態に係るスペーサを示す図。The figure which shows the spacer which concerns on one Embodiment. 一実施形態に係る方法の工程の流れを示す図。FIG. 2 shows a flow of process steps according to one embodiment. 一実施形態に係る方法により修復が行われる途中の構造物の正面図。FIG. 2 is a front view of a structure on the way of being repaired by the method according to one embodiment. 一実施形態に係る方法により修復が行われる途中の構造物の断面図。FIG. 6 is a cross-sectional view of a structure on the way of being repaired by the method according to one embodiment. 一実施形態に係る補修用板を示す図。The figure which shows the board for repair which concerns on one Embodiment. 一実施形態に係る方法により修復が行われる途中の構造物の断面図。FIG. 6 is a cross-sectional view of a structure on the way of being repaired by the method according to one embodiment. 一実施形態に係る方法により修復が行われる途中の構造物の断面図。FIG. 6 is a cross-sectional view of a structure on the way of being repaired by the method according to one embodiment. 一実施形態に係る方法により修復が完了した状態の構造物の正面図。FIG. 2 is a front view of the structure in a state where restoration is completed by the method according to one embodiment.

[実施形態]
以下に本発明の一実施形態に係る、背面に空洞を有する矢板の開口部を塞ぐ補修用板を、ボルトとナットを用いて取り付ける方法を説明する。
[Embodiment]
Hereinafter, a method of attaching a repair plate for closing an opening of a sheet pile having a cavity on the back surface according to an embodiment of the present invention using a bolt and a nut will be described.

なお、本願において、矢板の背面とは矢板が土砂と接する側の面を意味し、矢板の正面とは背面の反対側の面を意味するものとする。   In the present application, the back of the sheet pile means the surface on which the sheet pile is in contact with the earth and sand, and the front of the sheet pile means the surface on the opposite side of the back.

図1は修復対象の構造物1の正面図である。図2は、図1に示す構造物1のA−A断面のうち開口部2及びその周辺を示した図である。図3は、図1に示す構造物1のB−B断面図である。なお、以下の説明において「B−B断面図」という場合、図1に示すB−B線における構造物1の断面図を意味する。   FIG. 1 is a front view of a structure 1 to be repaired. FIG. 2 is a view showing the opening 2 and the periphery thereof in the cross section A-A of the structure 1 shown in FIG. FIG. 3 is a cross-sectional view of the structure 1 shown in FIG. In addition, in the following description, when it calls it "BB sectional drawing", it means the sectional drawing of the structure 1 in the BB line shown in FIG.

本実施形態において、構造物1は護岸である。構造物1は壁面を構成する矢板11と、矢板11に背面から接する土砂12と、矢板11の上に設置されている上部工10を有する。   In the present embodiment, the structure 1 is a revetment. The structure 1 has a sheet pile 11 which constitutes a wall surface, soil 12 which is in contact with the sheet pile 11 from the rear surface, and an upper work 10 which is installed on the sheet pile 11.

本実施形態において、矢板11はハット型鋼矢板であり、構造物1の法線に沿って整列配置された複数の矢板の連結体である。矢板11は海底地盤Gに打設されている。   In the present embodiment, the sheet pile 11 is a hat-type steel sheet pile, and is a connected body of a plurality of sheet piles aligned along the normal of the structure 1. The sheet pile 11 is placed on the seabed ground G.

図1の例では、矢板11には、飛沫帯(H.W.L.(High Water Level)以上で海水飛沫に接する頻度が高い領域)に相当する範囲が著しく腐食することにより生じた開口部2が存在する。図2に示すように、矢板11の背面の土砂12の一部が開口部2から流出した結果、矢板11の背面に空洞3が生じている。また、この状態の構造物1は、開口部2及び空洞3により耐力低下が生じている。   In the example of FIG. 1, an opening 2 is generated in the sheet pile 11 due to significant corrosion in a range corresponding to the H. W. L. (high water level) or higher area that is in contact with seawater droplets. As shown in FIG. 2, as a result of a part of the soil 12 on the back of the sheet pile 11 flowing out from the opening 2, a cavity 3 is formed on the back of the sheet pile 11. In addition, in the structure 1 in this state, the load reduction occurs due to the opening 2 and the cavity 3.

図4は、締結具9を示す図である。締結具9は、矢板11の開口部2を塞ぐ補修用板6を矢板11に取り付けるために用いられる。締結具9は、複数のボルト分割体40とスペーサ60とを含む。   FIG. 4 is a view showing the fastener 9. The fastener 9 is used to attach a repair plate 6 for closing the opening 2 of the sheet pile 11 to the sheet pile 11. The fastener 9 includes a plurality of bolt segments 40 and a spacer 60.

図5は、2つのボルト分割体40を示す図である。図6は、2つのボルト分割体40を合体させて形成されたボルト400を示す図である。図7は、スペーサ60を示す図である。2つのボルト分割体40を合体させて形成されるボルト400は、ネジ部41と拡幅部42と複数の頭部43(この場合は2つの頭部43)とを有する。ネジ部41は、側面にネジ山を有する円柱状の部位である。拡幅部42は、ネジ部41の一端に設けられネジ部41の外径よりも拡幅された非円形断面の部位である。本実施形態では、拡幅部42の断面形状が矩形である例を示すが、拡幅部42は非円形であればいかなる断面形状でもよい。複数の頭部43は、拡幅部42のネジ部41と接しない側の端部からネジ部41の回転軸に垂直な方向に延伸する部位である。   FIG. 5 is a view showing two bolt divided bodies 40. As shown in FIG. FIG. 6 is a view showing a bolt 400 formed by combining two bolt divided bodies 40. FIG. 7 is a view showing the spacer 60. As shown in FIG. Bolt 400 formed by uniting two bolt divisions 40 has screw part 41, widening part 42, and a plurality of heads 43 (in this case, two heads 43). The screw portion 41 is a cylindrical portion having a screw thread on the side surface. The widening portion 42 is a portion of a non-circular cross section provided at one end of the screw portion 41 and wider than the outer diameter of the screw portion 41. In the present embodiment, an example in which the cross-sectional shape of the widening portion 42 is rectangular is shown, but the widening portion 42 may have any non-circular cross-sectional shape. The plurality of head portions 43 are portions extending in the direction perpendicular to the rotation axis of the screw portion 41 from the end of the wide portion 42 not in contact with the screw portion 41.

ボルト分割体40は、ネジ部41と拡幅部42と複数の頭部43とを有するボルト400を、各々が複数の頭部43(この場合は2つの頭部43)のうちの1つを含むように回転軸を含む分割面44で分割した場合に得られる複数の部材(この場合は2つの部材)の各々の形状を備える。ボルト分割体40は、2つのボルト分割体40を合体させた形状に加工されたボルト400を、回転軸を含む分割面44で切断することにより作製されてもよい。あるいは、ボルト分割体40は、材料を目的の形状に加工することにより作製されてもよい。   Bolt segment 40 includes a bolt 400 having a threaded portion 41, a widened portion 42 and a plurality of heads 43, each comprising one of a plurality of heads 43 (in this case two heads 43) Thus, the shape of each of a plurality of members (in this case, two members) obtained when divided by the dividing surface 44 including the rotation axis is provided. The bolt divided body 40 may be manufactured by cutting the bolt 400 processed into the shape which united two bolt divided bodies 40 by the dividing surface 44 containing a rotating shaft. Alternatively, the bolt split body 40 may be manufactured by processing the material into a desired shape.

スペーサ60は、外縁61が非円形の板状部材であって拡幅部42の断面形状に対応する形状の孔62を有する。矢板11の背面が空洞に面する領域内にスペーサ60の外縁61に対応する形状のボルト孔5が開けられ、合体された複数のボルト分割体40の拡幅部42とボルト孔5との間にスペーサ60が嵌め込まれる。本実施形態では、スペーサ60の外縁61の形状が矩形である例を示すが、スペーサ60の外縁61の形状は、非円形であればいかなる形状でもよい。ただし、補修工事においてスペーサ60の外縁61の形状に対応するボルト孔5を矢板11に開ける工程を有するため、スペーサ60の外縁61の形状は単純な形状が望ましい。   The spacer 60 has a hole 62 whose outer edge 61 is a non-circular plate-like member and has a shape corresponding to the cross-sectional shape of the wide portion 42. A bolt hole 5 having a shape corresponding to the outer edge 61 of the spacer 60 is opened in a region where the back surface of the sheet stack 11 faces the cavity, and between the widened portions 42 of the plurality of combined bolt segments 40 and the bolt hole 5 The spacer 60 is fitted. Although the outer edge 61 of the spacer 60 has a rectangular shape in this embodiment, the outer edge 61 of the spacer 60 may have any non-circular shape. However, since it has the process of making the bolt hole 5 corresponding to the shape of the outer edge 61 of the spacer 60 in the sheet pile 11 in repair work, the simple shape of the outer edge 61 of the spacer 60 is desirable.

図8は、本実施形態に係る矢板補修方法及び構造物修復方法の工程の流れを示した図である。作業者は、まず空洞3の位置及び範囲を特定する(ステップS01)。空洞3の位置及び範囲を特定する方法としては、既知の方法のいずれが用いられてもよい。空洞3の位置及び範囲を特定する既知の方法としては、開削調査等の掘削を伴う方法、打音、地中レーダ探査や赤外線サーモグラフィーを用いる方法等がある。   FIG. 8 is a diagram showing a flow of steps of the sheet pile repairing method and the structure repairing method according to the present embodiment. The operator first specifies the position and range of the cavity 3 (step S01). As a method of specifying the position and range of the cavity 3, any of known methods may be used. Known methods for specifying the position and range of the cavity 3 include a method involving excavating such as a cut-and-cut survey, a tapping sound, a method using ground penetrating radar search and infrared thermography, and the like.

続いて、作業者は、矢板11の背面が空洞3に面する領域内に、スペーサの外縁に対応する形状の複数のボルト孔を開ける(ステップS02)。   Subsequently, the worker opens a plurality of bolt holes having a shape corresponding to the outer edge of the spacer in a region where the back surface of the sheet pile 11 faces the cavity 3 (step S02).

図9は、矢板11に6つのボルト孔、すなわち、ボルト孔5(1)〜5(6)が開けられた状態の構造物1の正面図である。図10は、図9の状態の構造物1のB−B断面のうち開口部2及びその周辺を示した図である。矢板11に開けられるボルト孔の数及び位置は図8に例示のものに限られない。   FIG. 9 is a front view of the structure 1 in a state in which six bolt holes, that is, bolt holes 5 (1) to 5 (6) are opened in the sheet pile 11. As shown in FIG. FIG. 10 is a view showing the opening 2 and the periphery thereof in the B-B cross section of the structure 1 in the state of FIG. 9. The number and position of the bolt holes drilled in the sheet pile 11 are not limited to those illustrated in FIG.

続いて、作業者は、矢板11に開いている開口部2及びボルト孔5(1)〜ボルト孔5(6)の全てを覆う広さ及び形状の板状部材を補修用板6として準備し、補修用板6に、ボルト孔5(1)〜5(6)の位置関係と同じ位置関係のボルト孔を開ける(ステップS03)。ここで開けるボルト孔の直径はボルト400のネジ部41が抵抗なく通る大きさであればよい。本実施形態において、補修用板6は鋼板である。なお、本実施形態において、補修用板6に開けられるボルト孔の側面にはネジ山が切られる必要はない。図11は、矢板11に開けられたボルト孔5(1)〜5(6)の各々に応じた位置にボルト孔7(1)〜7(6)が開けられた状態の補修用板6の正面図である。   Subsequently, the worker prepares a plate-like member of a size and shape that covers all of the opening 2 and the bolt holes 5 (1) to 5 (6) opened in the sheet pile 11 as the repair plate 6. The bolt holes of the same positional relationship as the bolt holes 5 (1) to 5 (6) are made in the repair plate 6 (step S03). The diameter of the bolt hole opened here may be a size through which the screw portion 41 of the bolt 400 passes without resistance. In the present embodiment, the repair plate 6 is a steel plate. In the present embodiment, it is not necessary to cut a screw thread on the side surface of the bolt hole that can be opened in the repair plate 6. FIG. 11 shows the repair plate 6 in a state in which the bolt holes 7 (1) to 7 (6) are opened at positions corresponding to the bolt holes 5 (1) to 5 (6) opened in the sheet pile 11, respectively. It is a front view.

なお、矢板11に複数のボルト孔を開ける工程(ステップS02)と、補修用板6を準備し補修用板6に複数のボルト孔を開ける工程(ステップS03)の時間的な前後関係は問わない。   In addition, the temporal context of the process (step S02) of making a plurality of bolt holes in the sheet pile 11 and the process (step S03) of preparing a repair plate 6 and making a plurality of bolt holes in the repair plate 6 does not matter. .

続いて、作業者は、矢板11のボルト孔5(1)〜5(6)の各々に関し、以下のステップS04〜S06の作業を行う。以下に、例として、ボルト孔5(2)に関し作業者が行うステップS04〜S06の作業を説明する。図12、図13は、構造物1のB−B断面のうちボルト孔5(2)及びその周辺を示した図である。まず、作業者は、締結具9が備える複数のボルト分割体40(この場合は2つのボルト分割体40)の各々の頭部43を、矢板11のボルト孔5(2)を通じて空洞3に挿入する(ステップS04)。   Subsequently, the worker performs the following steps S04 to S06 with respect to each of the bolt holes 5 (1) to 5 (6) of the sheet pile 11. Below, the work of steps S04-S06 which a worker performs about bolt hole 5 (2) is explained as an example. 12 and 13 are views showing the bolt hole 5 (2) and the periphery thereof in the B-B cross section of the structure 1. First, the operator inserts the head 43 of each of the plurality of bolt divided bodies 40 (in this case, the two bolt divided bodies 40) included in the fastener 9 into the cavity 3 through the bolt holes 5 (2) of the sheet pile 11. (Step S04).

図12(a)は、1本目のボルト分割体40の頭部43を空洞に挿入する様子を示す図である。1本目のボルト分割体40の頭部43を挿入したならば、図12(b)に示すように、1本目のボルト分割体40を作業者が保持したまま、2本目のボルト分割体40の頭部43をボルト孔を通じて空洞3に挿入する。図12(c)は、2本のボルト分割体40の頭部43が空洞3に挿入された状態を示す図である。   FIG. 12A is a diagram showing how the head 43 of the first bolt segment 40 is inserted into the cavity. If the head 43 of the first bolt segment 40 is inserted, as shown in FIG. 12 (b), while the operator holds the first bolt segment 40, the second bolt segment 40 is The head 43 is inserted into the cavity 3 through the bolt hole. FIG. 12C is a view showing a state in which the heads 43 of the two bolt divided bodies 40 are inserted into the cavity 3.

続いて、作業者は、図12(d)に示すように、頭部43が空洞に挿入された状態の複数のボルト分割体40をボルト400の形状となるように合体させ、頭部43の座面45を矢板11の背面に接触させる(ステップS05)。   Subsequently, as shown in FIG. 12 (d), the worker unites the plurality of bolt divided bodies 40 in a state where the head portion 43 is inserted into the cavity so as to form the shape of the bolt 400. The seat surface 45 is brought into contact with the back surface of the sheet pile 11 (step S05).

続いて、作業者は、図12(e)に示すように、合体された複数のボルト分割体40のネジ部41をスペーサ60の孔62に挿入し、図12(f)に示すように、合体された複数のボルト分割体40の拡幅部42とボルト孔5(2)との間にスペーサ60を嵌め込む(ステップS06)。スペーサ60により、ボルト孔5(2)に挿入したボルト400が位置決めされるとともに、ボルト400を形成する複数のボルト分割体40相互のずれや分離が防止されるから、ボルト孔5(2)に挿入したボルト400を位置決めする作業、ボルト400を形成する複数のボルト分割体40相互のずれや分離が生じないように複数のボルト分割体40を拘束する作業が不要となる。   Subsequently, as shown in FIG. 12 (e), the operator inserts the screw portions 41 of the united bolt divided bodies 40 into the holes 62 of the spacer 60, as shown in FIG. 12 (f), The spacer 60 is fitted between the wide portions 42 of the plurality of combined bolt segments 40 and the bolt holes 5 (2) (step S06). The spacer 60 positions the bolt 400 inserted into the bolt hole 5 (2), and prevents displacement and separation of the plurality of bolt divisions 40 forming the bolt 400, so the bolt hole 5 (2) The operation of positioning the inserted bolt 400 and the operation of restraining the plurality of bolt divided bodies 40 so as to prevent mutual displacement or separation of the plurality of bolt divided bodies 40 forming the bolt 400 become unnecessary.

ボルト孔5(2)に関し上述した作業と同様の作業をボルト孔5(1)及び5(3)〜5(6)に関しても行った後、作業者は、図13(a)に示すように、補修用板6に開けられたボルト孔7(1)〜7(6)に、ボルト孔5(1)〜5(6)に取り付けられた、合体された複数のボルト分割体40のネジ部41が各々挿入されるように、補修用板6を配置する(ステップS07)。   After performing the same operation as described above for the bolt hole 5 (2) for the bolt holes 5 (1) and 5 (3) to 5 (6), as shown in FIG. 13 (a). , And screw portions of a plurality of united bolt divided bodies 40 attached to the bolt holes 5 (1) to 5 (6) in the bolt holes 7 (1) to 7 (6) opened in the repair plate 6. The repair plate 6 is disposed so that each of 41 is inserted (step S07).

なお、補修用板6を配置する前に、開口部2を通じて空洞3に充填材を注入してもよい。充填材としては例えば可塑性グラウトが用いられる。可塑性グラウトは注入圧力が無くなると自立する特定を持つ。そのため、可塑性グラウトは、空洞3に対する注入が完了した後、補修用板6で開口部2が塞がれるまでの間、開口部2から流出しない。   A filler may be injected into the cavity 3 through the opening 2 before the repair plate 6 is placed. For example, plastic grout is used as the filler. Plastic grouts have the property of being self-supporting when the injection pressure is lost. Therefore, the plastic grout does not flow out of the opening 2 until the opening 2 is closed by the repair plate 6 after the injection into the cavity 3 is completed.

続いて、作業者は、図13(b)に示すように、ボルト孔5(1)〜5(6)に取り付けられた、合体された複数のボルト分割体40のネジ部41の各々に、ワッシャ81を介してナット80を締め付けることにより、補修用板6を矢板11に固定する(ステップS08)。ナット80を締め付ける際、ナット80に作用するトルクと同じ方向のトルクがボルト分割体40に伝達され、ボルト分割体40に伝達されたトルクは拡幅部42を介してスペーサ60に伝達されるが、スペーサ60は外縁が非円形の板状部材であり、スペーサ60の外縁に対応する形状のボルト孔5(1)〜5(6)に嵌め込まれているため、スペーサ60が矢板11に対して回転することはない。従って、ナット80に作用するトルクによってボルト分割体40が空転することが防止されるから、ボルト分割体40の空転に抵抗する力をボルト分割体40に付加する作業が不要となる。なお、締め付け作業中にボルト分割体40が空洞3に落下することを防ぐために、別の作業者がボルト分割体40を保持することが望ましい。   Subsequently, as shown in FIG. 13 (b), the worker can use each of the screw portions 41 of the plurality of united bolt divided bodies 40 attached to the bolt holes 5 (1) to 5 (6), The repair plate 6 is fixed to the sheet pile 11 by tightening the nut 80 through the washer 81 (step S08). When tightening the nut 80, a torque in the same direction as the torque acting on the nut 80 is transmitted to the bolt division body 40, and the torque transmitted to the bolt division body 40 is transmitted to the spacer 60 via the widening portion 42, The spacer 60 is a plate-like member whose outer edge is non-circular and is fitted into the bolt holes 5 (1) to 5 (6) of a shape corresponding to the outer edge of the spacer 60. There is nothing to do. Therefore, since the torque applied to the nut 80 prevents the bolt split body 40 from idling, the operation of applying a force to the bolt split body 40 to resist the idle rotation of the bolt split body 40 is not necessary. In order to prevent the bolt segment 40 from falling into the cavity 3 during the tightening operation, it is desirable that another worker hold the bolt segment 40.

図14は、本実施形態に係る矢板補修方法及び構造物修復方法により修復の完了した状態の構造物1の正面図である。   FIG. 14 is a front view of the structure 1 in a state in which restoration has been completed by the sheet pile repair method and the structure restoration method according to the present embodiment.

本実施形態によれば、ボルト孔に挿入したボルトを位置決めする作業、ボルトを形成する複数のボルト分割体相互のずれや分離が生じないように複数のボルト分割体を拘束する作業、及び、ナットに付加したトルクによるボルトの空転に抵抗する力をボルトに付加する作業が不要となる。よって、本実施形態によれば、背面に空洞を有する矢板の開口部を塞ぐ補修用板を、ボルトとナットを用いて取り付ける作業の作業性を向上させることができる。   According to the present embodiment, an operation of positioning a bolt inserted into a bolt hole, an operation of restraining a plurality of bolt divided bodies so as not to cause mutual displacement or separation of a plurality of bolt divided bodies forming the bolt, and a nut There is no need to apply a force to the bolt to resist the slippage of the bolt due to the torque applied to the bolt. Therefore, according to the present embodiment, it is possible to improve the workability of the work of attaching the repair plate for closing the opening of the sheet pile having a cavity on the back surface using a bolt and a nut.

[変形例]
上述の実施形態は本発明の一具体例であって、本発明の技術的思想の範囲内において様々に変形可能である。以下にそれらの変形の例を示す。
[Modification]
The above-described embodiment is a specific example of the present invention, and can be variously modified within the scope of the technical idea of the present invention. The following shows examples of such modifications.

(1)上述した実施形態の説明において示したボルト孔の数、位置、サイズ、補修用板6のサイズ等は例であって、空洞3の位置及び範囲等に応じて適宜変更されてよい。 (1) The number, the position, the size, the size of the repair plate 6 and the like of the bolt holes shown in the description of the embodiment described above are examples, and may be appropriately changed according to the position and the range of the cavity 3.

(2)上述した実施形態においては、充填材として可塑性グラウトが用いられるものとしたが、可塑性グラウトに代えて、コンクリート、発泡モルタル、非可塑性のグラウト等の他の種類の充填材が用いられてもよい。 (2) In the above embodiment, a plastic grout is used as the filler, but instead of the plastic grout, other types of fillers such as concrete, foam mortar, non-plastic grout, etc. are used It is also good.

(3)上述した実施形態においては、補修対象の矢板はハット型鋼矢板であるものとしたが、補修対象の矢板はU型鋼矢板や直線型鋼矢板等の他の形状の鋼矢板であってもよい。 (3) In the above-described embodiment, the sheet pile to be repaired is a hat-shaped steel sheet pile, but the sheet pile to be repaired may be a steel sheet pile of another shape such as a U-shaped steel sheet pile or a straight steel sheet pile .

(4)上述した実施形態においては、矢板11及び補修用板6はいずれも鋼材であるものとしたが、これらの部材は鋼材以外の材質であってもよい。 (4) In the embodiment described above, although the sheet piles 11 and the repair plate 6 are both made of steel, these members may be made of materials other than steel.

(5)上述した実施形態において、修復の対象となる構造物は護岸であるものとしたが、矢板が壁面を構成する構造物であれば、岸壁、締切壁、土留壁等の他の構造物であってもよい。 (5) In the embodiment described above, the structure to be restored is a revetment, but if the sheet pile is a structure that constitutes a wall surface, other structures such as a quay, a closing wall, a retaining wall, etc. It may be

(6)上述した実施形態においては、2つのボルト分割体によりボルトが形成される例を示したが、3つ以上のボルト分割体によりボルトが形成されてもよい。例えば、3つのボルト分割体は、ネジ部と、拡幅部と、拡幅部のネジ部と接しない側の端部からネジ部の回転軸に垂直な方向、且つ、互いに120°の角度をなすように延伸する3つの頭部とを有するボルトを、各々が3つの頭部のうちの1つを含むように回転軸を含む分割面で分割した場合に得られる複数の部材の各々の形状を備える。この場合、分割面は互いに120°の角度をなす。 (6) In the above-mentioned embodiment, although the example in which a bolt is formed by two bolt division bodies was shown, a bolt may be formed by three or more bolt division bodies. For example, the three bolt divisions form an angle of 120 ° between the screw portion, the widening portion, and a direction perpendicular to the rotation axis of the screw portion from the end of the widening portion not in contact with the screw portion. Comprising a shape of each of a plurality of members obtained by dividing a bolt having three heads extending in a dividing plane including a rotation axis so as to each include one of the three heads . In this case, the dividing planes make an angle of 120 ° with one another.

1…構造物、2…開口部、3…空洞、5(1)〜5(6)…ボルト孔、6…補修用板、7(1)〜7(6)…ボルト孔、9…締結具、10…上部工、11…矢板、12…土砂、40…ボルト分割体、41…ネジ部、42…拡幅部、43…頭部、44…分割面、45…座面、60…スペーサ、80…ナット、81…ワッシャ。   DESCRIPTION OF SYMBOLS 1 ... structure, 2 ... opening part, 3 ... cavity, 5 (1)-5 (6) ... bolt hole, 6 ... repair board, 7 (1)-7 (6) ... bolt hole, 9 ... fastener , 10: superstructure, 11: sheet pile, 12: earth and sand, 40: bolt division body, 41: screw portion, 42: widening portion, 43: head, 44: division surface, 45: seat surface, 60: spacer, 80 ... nut, 81 ... washer.

Claims (3)

側面にネジ山を有するネジ部と、前記ネジ部の一端に設けられ前記ネジ部の外径よりも拡幅された非円形断面の拡幅部と、前記拡幅部の前記ネジ部と接しない側の端部から前記ネジ部の回転軸に垂直な方向に延伸する複数の頭部とを有するボルトを、各々が前記複数の頭部のうちの1つを含むように前記回転軸を含む分割面で分割した場合に得られる複数の部材の各々の形状を備える複数のボルト分割体と、
外縁が非円形の板状部材であって前記拡幅部の断面形状に対応する形状の孔を有するスペーサと
を備える締結具。
A screw portion having a screw thread on the side, a widening portion of a non-circular cross section provided at one end of the screw portion and wider than the outer diameter of the screw portion, and an end of the widening portion not in contact with the screw portion A bolt having a plurality of heads extending in a direction perpendicular to the axis of rotation of the threaded portion from a section, divided by a dividing plane including the axis of rotation so that each includes one of the plurality of heads A plurality of bolted segments each having a shape of each of a plurality of members obtained in the
A fastener comprising: a non-circular plate-like member whose outer edge is a hole having a shape corresponding to the cross-sectional shape of the widened portion.
請求項1に記載の締結具を用いて背面に空洞を有する矢板の開口部を塞ぐ矢板補修方法であって、
前記矢板の背面が前記空洞に面する領域内に前記スペーサの外縁に対応する形状のボルト孔を開ける工程と、
前記締結具が備える複数のボルト分割体の各々の前記頭部を、前記ボルト孔を通じて前記空洞に挿入する工程と、
前記頭部が前記空洞に挿入された状態の前記複数のボルト分割体を前記ボルトの形状となるように合体させ、前記頭部の座面を前記矢板の背面に接触させる工程と、
合体された前記複数のボルト分割体の前記拡幅部と前記ボルト孔との間に前記スペーサを嵌め込む工程と、
補修用板に開けられたボルト孔に、合体された前記複数のボルト分割体の前記ネジ部が挿入されるように、前記補修用板を配置する工程と、
合体された前記複数のボルト分割体の前記ネジ部にナットを締め付けることにより前記補修用板を前記矢板に固定する工程と
を備える矢板補修方法。
A method for repairing a sheet pile, comprising closing the opening of a sheet pile having a cavity on the back side using the fastener according to claim 1;
Drilling bolt holes of a shape corresponding to the outer edge of the spacer in the area where the back surface of the sheet pile faces the cavity;
Inserting the head of each of a plurality of bolt segments provided in the fastener into the cavity through the bolt holes;
Combining the plurality of bolt divided bodies in a state in which the head is inserted into the cavity so as to form the shape of the bolt, and bringing the seat surface of the head into contact with the back surface of the sheet pile;
Fitting the spacer between the widenings of the plurality of combined bolt segments and the bolt holes;
Disposing the repair plate such that the threaded portions of the plurality of united bolt divided bodies are inserted into the bolt holes opened in the repair plate;
Fixing the repair plate to the sheet pile by tightening a nut on the screw portion of the plurality of united bolt divided bodies.
請求項1に記載の締結具を用いて、開口部を有する矢板と前記矢板の背面の空洞とを有する構造物を修復する構造物修復方法であって、
前記矢板の背面が前記空洞に面する領域内に前記スペーサの外縁に対応する形状のボルト孔を開ける工程と、
前記締結具が備える複数のボルト分割体の各々の前記頭部を、前記ボルト孔を通じて前記空洞に挿入する工程と、
前記頭部が前記空洞に挿入された状態の前記複数のボルト分割体を前記ボルトの形状となるように合体させ、前記頭部の座面を前記矢板の背面に接触させる工程と、
合体された前記複数のボルト分割体の前記拡幅部と前記ボルト孔との間に前記スペーサを嵌め込む工程と、
前記開口部を通じて前記空洞に充填材を注入する工程と、
補修用板に開けられたボルト孔に、合体された前記複数のボルト分割体の前記ネジ部が挿入されるように、前記補修用板を配置する工程と、
合体された前記複数のボルト分割体の前記ネジ部にナットを締め付けることにより前記補修用板を前記矢板に固定する工程と
を備える構造物修復方法。
A structure repairing method for repairing a structure having a sheet pile having an opening and a cavity on the back of the sheet pile, using the fastener according to claim 1.
Drilling bolt holes of a shape corresponding to the outer edge of the spacer in the area where the back surface of the sheet pile faces the cavity;
Inserting the head of each of a plurality of bolt segments provided in the fastener into the cavity through the bolt holes;
Combining the plurality of bolt divided bodies in a state in which the head is inserted into the cavity so as to form the shape of the bolt, and bringing the seat surface of the head into contact with the back surface of the sheet pile;
Fitting the spacer between the widenings of the plurality of combined bolt segments and the bolt holes;
Injecting a filler into the cavity through the opening;
Disposing the repair plate such that the threaded portions of the plurality of united bolt divided bodies are inserted into the bolt holes opened in the repair plate;
Fixing the repair plate to the sheet pile by tightening a nut on the threaded portion of the plurality of united bolt divided bodies.
JP2017209345A 2017-10-30 2017-10-30 Fastener, method for repairing sheet pile and method for repairing structure Pending JP2019082203A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPWO2021124461A1 (en) * 2019-12-17 2021-06-24

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPWO2021124461A1 (en) * 2019-12-17 2021-06-24
JP7427207B2 (en) 2019-12-17 2024-02-05 株式会社コーセー Bar-shaped cosmetic storage container

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